Lateral load behavior of a post-tensioned coupled core wall

Steven Barbachyn, Yahya C. Kurama, Michael J. McGinnis, Richard Sause, Kristen A. Peterson

Research output: Contribution to conferencePaperpeer-review

5 Scopus citations

Abstract

A 40%-scale multi-story reinforced concrete (RC) coupled core wall structure with unbonded post-tensioned coupling beams was recently tested under quasi-static reversed-cyclic lateral loading. This paper provides an overview of the structural design and experimental results from this test. Conventional RC coupling beams in seismic regions are often designed with two intersecting groups of diagonal reinforcing bars crossing the beam-to-wall joints. The placement of these reinforcing bars is a major challenge during construction. The new system eliminates the diagonal reinforcement by using a combination of high-strength unbonded post-tensioning (PT) steel and top and bottom horizontal energy-dissipating (ED) mild steel bars crossing the beam-to-wall joints to develop the coupling forces. The coupled wall specimen that was tested represented the most critical bottom three stories of an eight story prototype structure, consisting of two C-shaped wall piers, six post-tensioned coupling beams (two beams at each floor because of the C-shaped piers), tributary post-tensioned slabs at each floor, and the foundation. The less critical upper stories of the prototype structure were simulated analytically to obtain the axial forces and overturning moments imposed at the top of the three-story test sub-structure. In addition to a dense array of conventional sensors, the deformations of the specimen were monitored using 14 two and three-dimensional digital image correlation (DIC) sensors, providing near-full-field response data of the most critical regions of the structure in the wall piers, floor slabs, and coupling beams. Ultimately, the high-fidelity measured data from the test will be used to validate seismic design procedures and modeling/prediction tools for post-tensioned coupled shear wall structures. These procedures and tools may form the basis for the future implementation of this novel structural system as "special" RC shear walls in medium and high seismic regions of the U.S.

Original languageEnglish (US)
DOIs
StatePublished - 2014
Externally publishedYes
Event10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering, NCEE 2014 - Anchorage, United States
Duration: Jul 21 2014Jul 25 2014

Other

Other10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering, NCEE 2014
Country/TerritoryUnited States
CityAnchorage
Period7/21/147/25/14

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